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008 180524s2018 my a f am 000 0 eng d
020 _aTHE0000674(Local)
039 9 _a201905170938
_bnazirah
_y201805241258
_znazri
040 _aUMP
_beng
_cUMP
_erda
090 _aFKASA .S26 2018 r Bc.
100 1 _aSameh, Abdulrahman Arif,
_eauthor.
245 1 4 _aThe detection of concrete defects using infrared thermography /
_cAbdulrahman Arif Sameh
264 1 _aKuantan, Pahang :
_bUMP,
_c2018
300 _axii, 63 pages :
_billustrations (some color) ;
_c30 cm. +
_e1 CD ROM
336 _atext
_2rdacontent
337 _aunmediated
_2rdamedia
337 _acomputer
_2rdamedia
338 _avolume
_2rdacarrier
338 _acomputer disc
_2rdacarrier
347 _atext file
_bPDF
_2rda
500 _aFaculty of Civil Engineering and Earth Resources
502 _aProject Paper (Bachelor Degree in Civil Engineering) -- Universiti Malaysia Pahang – 2018
504 _aIncludes bibliographical references
520 3 _aAdvancement in the building diagnostics technologies and researches on the non-destructive test (NDT) which facilitate the detection of many complex cases such as cracking, deflection, bending and etc. Researches and experiments found that infrared thermography (IRT) is commonly used for structures diagnostics among the NDT methods, this method used for the detection of large area such as bridge decks, highways and airports. It’s basically conducted by measuring the radiant thermal energy which is released from the targeted object and could get a noticeable difference in measured temperature in the non-homogeneities region compared to homogametic. The aim of research is to discover and locate the defected parts in concrete such as cracks and honeycombs using infrared thermography camera. To analyze the defected parts, computers’ software has been used with aid of ultrasonic pulse velocity (UPV) test. This experiment has been done using concrete grade 30 by simulating the defects in concrete (crack and honeycomb) with sand reduction about 50% and 100% in order to simulate honeycomb in concrete cube samples. Samples were exposed to the sun and oven for different temperature before its photos taken by IRT IRT images shown defect zone can be seen by naked eyes. A computer software has been used to differentiate the concrete zone with problems by calculate the area of hue in HSB (hue, saturation and brightness) system which is representing the deference between defected and non-defected parts. After comparing shows that area of red colour in IRT image is less in defected concrete samples either cracks or honeycomb. As conclusion, IRT can be used to detect concrete problem such as crack and honeycomb at concrete structure and it can reduce inspection time for large area of concrete structures.
610 2 0 _aFaculty of Civil Engineering and Earth Resources
_xDissertations
650 0 _aUniversities and colleges
_xDisertations
650 0 _aTheses
999 _aVIRTUA40
_c7809
_d7815
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